13553 search results for DESIGN

CHAPTER 5

programs and projects are managed in various offices: • Design: o Highway Beautification • Planning, of the designated responsible charge, as applicable to Chapter 7.4. • Review of past performance, be set up so that the agreement is received by a designated point of contact in the LA, Management: Grant Agreements Financial Management Chapter 5-18 Development Director or their designee

resilience_tracker_training

4 4 What Re s i l i e n ce Measure s are Included? 5 35 design features have initially been, by FDOT’s design criteria. These measures are a starting point, and other features (beyond those, is in PSEE. It is encouraged that the module be completed before entering design to ensure funding is available. The Resilience Tracker module MUST be completed before the project leaves Design, Measure must be addressed and moved from this setting before the project reaches final design

548-030

. characteristics utilized at the site. Provide the values of unit weight, soil design parameters for backfill material based on the actual soil to be used in the design of the wall system. The Contractor must, : inlets as shown on wall elevations. 4. If present, consider in design and analysis and locate manholes and drop of the Engineer. stability design, including foundation and slope stability, that the factored Structures Design Guidelines Section 3.13.2. materials are in accordance

SPI-415-010

2024-25 1 Index 415-010 Bar Bending Details (FRP) Design Criteria ACI 440.1R-06 Guide for the Design and Construction of Structural Concrete Reinforced with FRP bars; ACI 440.6-08 Specification, Bridge Design Guide Specifications for GFRP-Reinforced Concrete 2 nd Edition (AASHTO-GFRP2); Structures Detailing Manual (SDM); FDOT Design Manual (FDM). Design Assumptions and Limitations, by the equations found inAASHTO-GFRP2. The Design Aids section below contains examples of typical

SPI-415-010e

2024-25 1 Index 415-010 Bar Bending Details (FRP) Design Criteria ACI 440.1R-06 Guide for the Design and Construction of Structural Concrete Reinforced with FRP bars; ACI 440.6-08 Specification, Bridge Design Guide Specifications for GFRP-Reinforced Concrete 2 nd Edition (AASHTO-GFRP2); Structures Detailing Manual (SDM); FDOT Design Manual (FDM). Design Assumptions and Limitations, by the equations found inAASHTO-GFRP2. The Design Aids section below contains examples of typical

Professional Services Procurement

Program (LAP) including, but not limited to: planning; project development; preparation of design, , for Design and CEI phases of work. See Chapter 14 of the LP Manual for additional information on contract execution and oversight. District 1 - N/A District 2 Design Contracts: Element Engineering and STV, Services for LAP Delivery of Design Services (Executed December 15, 2022) Contract CAL58: Jacobs Engineering Group, Inc. Contract CAL73: Roadway Design Solutions, Inc. District 5 - General continuing

548-030

. characteristics utilized at the site. Provide the values of unit weight, soil design parameters for backfill material based on the actual soil to be used in the design of the wall system. The Contractor must, : inlets as shown on wall elevations. 4. If present, consider in design and analysis and locate manholes and drop of the Engineer. stability design, including foundation and slope stability, that the factored Structures Design Guidelines Section 3.13.2. materials are in accordance

SPI-415-010

2025-26 1 Index 415-010 Bar Bending Details (FRP) Design Criteria ACI 440.1R-06 Guide for the Design and Construction of Structural Concrete Reinforced with FRP bars; ACI 440.6-08 Specification, Bridge Design Guide Specifications for GFRP-Reinforced Concrete 2 nd Edition (AASHTO-GFRP2); Structures Detailing Manual (SDM); FDOT Design Manual (FDM). Design Assumptions and Limitations, by the equations found inAASHTO-GFRP2. The Design Aids section below contains examples of typical

0050104-722impl

and disposition stamp by Design EOR Steel Fabrication Drawings Originator Reviewer Steel, and Sealed Requires Review, QA/QC Shop Drawing Check prints and disposition stamp by Design EOR, by Design EOR Bridge components not fully detailed in the Plans, i.e., post-tensioning, stamp by Design EOR Design and structural details furnished by the Contractor in compliance, . In lieu of a Specialty Engineer, originator may be a licensed Architect. 4. In lieu of the Design

7000503.origind2

/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, change. This change was proposed by Derwood Sheppard of the State Roadway Design Office to update

3460902.FHWA

Supplemental Specification. The changes are proposed by Richard Stepp of the State Roadway Design, of each design mix for water to cementitious materials ratio, air content, temperature, slump and compressive strength once per LOT as defined by Table 8. When a mix design is used for a different, four consecutive LOTs of each design mix based on a random number generator. The Department may, : 346-9.2 Sampling Frequency: As a minimum, sample and test concrete of each design mix for water

9920101.origind

posed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): S tructures Design staff contacted (name): W i l l t h e p r o posed revision involve PPM changes? Yes No Roadway Design staff contacted (name): W i l l t h e p r o posed revision involve CPAM, s r evision necessitate any of the following: Design Bulletin Construction Bulletin Estimates, of a proposed specification change. ThesechangesareproposedbyCherylHudsonoftheStateStructures Design

1021110.origind

/Subarticles: Telephone: email: Will the proposed revision involve Design Standard Index changes? Yes No Roadway Design staff contacted (name): Structures Design staff contacted (name): Will the proposed revision involve PPM changes? Yes No Roadway Design staff contacted (name, ): Will this revision necessitate any of the following: Design Bulletin Construction Bulletin Estimates Bulletin, Design Office to include the cost for barrier delineators in the cost of the LCDs

26123-TRC Presentation

Roadway Design  Project Management  Contact Information:  863-519-2376,  10Years with FDOT  Project Management  Maintenance  Permits  Traffic Design  Project, with FDOT  In-House Roadway Design  Contact Information:  863-519-2554  sam.sthilaire@dot.state.fl.us Florida Department of Transportation Funding: Design:  $3,000,000 funded in FY2026, Department of Transportation Project Work Types  Major Work Type:  3.2 Major Highway Design

548-030

. characteristics utilized at the site. Provide the values of unit weight, soil design parameters for backfill material based on the actual soil to be used in the design of the wall system. The Contractor must, : inlets as shown on wall elevations. 4. If present, consider in design and analysis and locate manholes and drop of the Engineer. stability design, including foundation and slope stability, that the factored Structures Design Guidelines Section 3.13.2. materials are in accordance

26127_443122-1_Webinar

• Has been with FDOT for 16 years • Previously worked in Roadway Design, Geotech, , P. E. District Drainage Design Engineer • Advocate for wildlife crossings • Has been with FDOT, Major Work Types • 4.1.2 Minor Bridge Design • 3.1 Major Highway Design Minor Work Types • 3.1 Minor Highway Design • 4.1.1 Miscellaneous Structures • 7.1 Signing, Pavement Marking, and Channelization • 8.1 Control Surveying • 8.2 Design, Right of Way, and Construction Surveying • 8.4

SPI-415-010

2026-27 1 Index 415-010 Bar Bending Details (FRP) Design Criteria ACI 440.1R-06 Guide for the Design and Construction of Structural Concrete Reinforced with FRP bars; ACI 440.6-08 Specification, Bridge Design Guide Specifications for GFRP-Reinforced Concrete 2 nd Edition (AASHTO-GFRP2); Structures Detailing Manual (SDM); FDOT Design Manual (FDM). Design Assumptions and Limitations, by the equations found inAASHTO-GFRP2. The Design Aids section below contains examples of typical

2024 ER FLDiv FAQ update

that would be needed to repair the damage. It does not include secondary costs such as design, MOT, in-house force account construction work and contract work . Design and/or CEI costs should be estimated as 10% for design and 12% for CEI of the total damage estimate unless the agency has more, Design Build could be allowed for Emergency Repairs. Prior consultation with the Florida FHWA, and select the “Designated Areas” option o A maps is generated showing which areas qualify for FEMA

FHWA Emergency Relief FAQ

that would be needed to repair the damage. It does not include secondary costs such as design, MOT, in-house force account construction work and contract work . Design and/or CEI costs should be estimated as 10% for design and 12% for CEI of the total damage estimate unless the agency has more, Design Build could be allowed for Emergency Repairs. Prior consultation with the Florida FHWA, and select the “Designated Areas” option o A maps is generated showing which areas qualify for FEMA

SunRail Phase 2 Property Value Analysis